CN103614989A - Prefabricated concrete ecological dike dam (slope) component - Google Patents
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Abstract
一种预制混凝土生态护堤(坡)构件涉及建筑工程技术,特别是河道、公路、铁路、地质灾害防治及其它需要进行边坡加固、稳定的支护结构。本发明由构件体、连接板、止水槽,植物种植槽、植物养份传递通道构成,在构件体一侧面设有植物种植槽,植物种植槽的深度直达植物养份传递通道或对穿构件体,在构件体中部设有植物养份传递通道,在构件体的另一两相对应的侧壁上有内凹的形状、大小相同的止水槽,止水槽的长度为构件体长度的2/5-4/5,相邻的两构件体止水槽位置相对应,在连接板上有主筋铆孔,连接板通过主筋铆孔与构件体内的主筋连接。本发明可应用高强混凝土及高强钢筋,较普通预制混凝土构件具有更高承载力,节能环保效果明显。
A prefabricated concrete ecological embankment (slope) component relates to construction engineering technology, in particular to river courses, highways, railways, geological disaster prevention and other supporting structures that require slope reinforcement and stability. The present invention is composed of a component body, a connecting plate, a water stop, a plant planting groove, and a plant nutrient transmission channel. A plant planting groove is arranged on one side of the component body, and the depth of the plant planting groove reaches directly to the plant nutrient transmission channel or passes through the component body. , there is a plant nutrient transmission channel in the middle of the component body, and there are concave water stop grooves with the same size and concave shape on the other two corresponding side walls of the component body, and the length of the water stop groove is 2/5 of the length of the component body -4/5, the positions of the water stop grooves of the two adjacent components correspond to each other, and there are main rib riveting holes on the connecting plate, and the connecting plate is connected to the main rib in the component body through the main rib riveting holes. The invention can apply high-strength concrete and high-strength steel bars, has higher bearing capacity than ordinary prefabricated concrete components, and has obvious energy-saving and environmental protection effects.
Description
技术领域 technical field
本发明涉及建筑工程技术,特别是一种河道、公路、铁路、地质灾害防治及其它需要进行边坡加固、稳定的支护结构。 The invention relates to construction engineering technology, in particular to a river course, highway, railway, geological disaster prevention and other supporting structures that need to be reinforced and stabilized. the
背景技术 Background technique
为了涵养水土,有效地保护和利用水资源,对现有河流和沟渠的疏浚治理及保护越来越受到全社会的重视。随着交通、水利等各种基础设施建设而改变了自然形成的地形地貌和原有的地质平衡关系,如果处理不好轻则发生边坡坍塌,重则导致泥石流或大面积山体滑坡等各种地质灾害。现有的河堤及边坡加固稳定通常采用铆固挂网喷浆或是水泥砌块(或石块)镶嵌而成,这种方式对于加固稳定河堤(边坡)具有较好的效果,但对于恢复植被、涵养水源,美化环境及安全都存在较大缺陷。 In order to conserve water and soil, effectively protect and utilize water resources, the dredging treatment and protection of existing rivers and ditches has been paid more and more attention by the whole society. With the construction of various infrastructures such as transportation and water conservancy, the naturally formed topography and the original geological balance relationship have been changed. If it is not handled properly, the side slope will collapse, and if it is serious, it will lead to debris flow or large-scale landslides. Geological disaster. The existing embankments and slopes are usually reinforced and stabilized by riveting, hanging nets, shotcrete or inlaid with cement blocks (or stones). This method has a good effect on strengthening and stabilizing embankments (slopes). But for restoring vegetation, conserving water source, beautifying the environment and safety all have bigger defect.
发明内容 Contents of the invention
本发明的目的旨在于克服现有技术的缺陷,提供一种材料强度高,质量稳定,施工便捷,低炭环保,既能起到加固稳定作用,又可增加植被,涵养水源,美化环境的预制混凝土生态护堤(坡)构件。 The purpose of the present invention is to overcome the defects of the prior art and provide a prefabricated material with high strength, stable quality, convenient construction, low carbon and environmental protection, which can not only play a role of reinforcement and stability, but also increase vegetation, conserve water sources, and beautify the environment. Concrete ecological berm (slope) components.
本发明所述的预制混凝土生态护堤(坡)构件,由构件体、连接板、止水槽,植物种植槽、植物养份传递通道构成,在构件体一侧面设有植物种植槽,植物种植槽的深度直达植物养份传递通道或对穿构件体,在构件体中部设有植物养份传递通道,在构件体的另一两相对应的侧壁上有内凹的形状、大小相同的止水槽,止水槽的长度为构件体长度的2/5-4/5,相邻的两构件体止水槽位置相对应,在连接板上有主筋铆孔,连接板通过主筋铆孔与构件体内的主筋连接。 The prefabricated concrete ecological embankment (slope) component of the present invention is composed of a component body, a connecting plate, a water stop, a plant planting groove, and a plant nutrient transfer channel. The depth reaches the plant nutrient transmission channel or passes through the component body. There is a plant nutrient transmission channel in the middle of the component body, and there are concave water stop grooves of the same shape and size on the other two corresponding side walls of the component body. , the length of the water stop groove is 2/5-4/5 of the length of the component body, and the positions of the two adjacent component body water stop grooves correspond to each other. There are main rib riveting holes on the connecting plate, and the connecting plate connects with the main rib in the component body through the main rib riveting hole. connect.
所述的构件体是由混凝土、预应力钢棒或钢绞线、箍筯、钢筋、连接板、主筯铆孔、止水槽,植物种植槽和植物养份传递通道构成的中空的混凝土预制矩形体,在构件体的两个端面上连接有连接板, The component body is a hollow concrete prefabricated rectangle composed of concrete, prestressed steel rods or steel strands, hoops, steel bars, connecting plates, main shaft riveting holes, water stop grooves, plant planting grooves and plant nutrient transfer channels. body, connecting plates are connected to the two end faces of the component body,
所述的植物种植槽的每一条棱角线均为应力消除的圆弧状,圆弧角为10~30度。 Each corner line of the plant planting trough is arc-shaped for stress relief, and the arc angle is 10-30 degrees.
所述的在构件体中部所设的植物养份传递通道的长度≦构件体长度。 The length of the plant nutrient transmission channel set in the middle of the component body is less than or equal to the length of the component body.
至少两个以上的构件体通过构件体上的止水槽形成的空腔(即止水孔),空腔中填充胶凝止水材料连锁形成整体连锁护堤(坡)。在用作一般的河堤支护时,根据设计和工程实际也可不填充止水材料,用冠梁或其它方式连接,这样堤内外的水源可以互相补充。 At least two or more component bodies pass through the cavity formed by the water stop groove on the component body (that is, the water stop hole), and the cavity is filled with gelled water stop material to form an integral chain berm (slope). When used as a general embankment support, according to the design and engineering practice, it may not be filled with water-stop materials, and connected by crown beams or other methods, so that the water sources inside and outside the embankment can complement each other.
所述的止水槽为2条以上且与构件体纵向棱角线相互平行排列,其长度为构件体长度的2/5-4/5。所述的构件体上的止水槽形状为正多边形中轴对称图形沿对称轴分割后的形状的一种。 There are more than 2 water stop grooves and they are arranged parallel to the longitudinal edges and corners of the component body, and their length is 2/5-4/5 of the length of the component body. The shape of the water stop groove on the component body is a shape obtained by dividing an axisymmetric figure in a regular polygon along the axis of symmetry.
所述的预应力钢棒或钢绞线单独作为构件体主筋;或者预应力钢棒或钢绞线与非预应力钢筋作为构件体主筯,互相混合使用。预应力钢棒或钢绞线与非预应力钢筋作为构件体主筯相互混合使用时,非预应力钢筋的长度不大于构件体长度。预应力钢棒或钢绞线与非预应力钢筋作为构件体主筯相互混合使用时,非预应力钢筋直接固定在连接板上,或者固定在预应力钢棒或钢绞线上,或是箍筯上。 The prestressed steel rods or steel strands are used alone as the main reinforcement of the component body; or the prestressed steel rods or steel strands and the non-prestressed steel bars are used as the main reinforcement of the component body and are mixed with each other. When prestressed steel rods or steel strands and non-prestressed steel bars are mixed with each other as the main shaft of the component body, the length of the non-prestressed steel bar is not greater than the length of the component body. When prestressed steel rods or steel strands are mixed with non-prestressed steel bars as the main shaft of the component body, the non-prestressed steel bars are directly fixed on the connecting plate, or fixed on the prestressed steel rods or steel strands, or hoops Go up.
所述的构件体上的止水槽为2条以上且与构件体纵向棱角线相互平行排列,其长度为构件体长度的2/5-4/5,止水槽形状为轴对称几何图形沿对称轴分割后的形状的一种,具体可是平面为半圆形、三角形、方形、梯形中的一种。 There are more than 2 water stop grooves on the component body and they are arranged parallel to the longitudinal edges and corners of the component body. The length of the water stop groove is 2/5-4/5 of the length of the component body. One of the divided shapes, specifically, the plane is one of semicircle, triangle, square and trapezoid.
所述的植物养份传递通道是离心成型过程中自然形成的或是振动成型过程中预留的,植物养份传递通道可通过植物根系对水体进行生态净化。 The plant nutrient transfer channel is naturally formed in the centrifugal molding process or reserved in the vibration molding process, and the plant nutrient transfer channel can carry out ecological purification of the water body through the plant root system.
所述的植物种植槽为预留的规则或不规则的凹陷的几何形状,其几何图案可以是1种或1种以上的组合。所述的植物种植槽可以是1个或1个以上规则的或不规则的排列,其深度可以是不超过构件体横截面边长的任意深度。植物种植槽的每一个棱角均呈应力消除圆弧状。 The plant planting groove is a reserved regular or irregular concave geometric shape, and its geometric patterns can be one type or a combination of more than one type. The plant planting grooves can be one or more than one regular or irregular arrangement, and the depth can be any depth not exceeding the side length of the cross section of the component body. Each corner of the plant planting groove is in the shape of a stress relief arc.
所述的植物种植槽内生长的植物一是可以对堤(坡)起到生态修复,二是美化环境,三是可以净化水体,涵养水源。 The plants grown in the plant planting tank can firstly restore the ecology of the embankment (slope), secondly, beautify the environment, and thirdly, can purify water bodies and conserve water sources. the
本发明所述的预制混凝土生态护堤(坡)构件的预制构件体由混凝土、主筋、连接板(根据设计和生产需要也可不用)等材料通过离心或震捣方式成型后,再经高压、常压或自然养护而成的中空的矩形体,在构件体的两端设有连接板,连接板通过主筋铆孔与主筋连接,止水槽位于预制构件构件体外侧的对应的两外侧壁上,其形状相同,大小相等,均为轴对称图形沿对称轴分割后的形状,两侧壁的止水槽均为内凹。在施工过程中,将相邻两根预制构件按设计要求植入设计深度,两两相邻的预制构件侧壁上的止水槽合二为一形成止水孔,在该孔中注入胶凝止水材料,注入孔中的还可为砂浆、水泥浆或其它胶凝止水材料,胶凝止水材料硬化凝固后,其胶凝性能将预制构件以胶结方式粘结连锁成一个整体,形成护堤(坡),这不仅可以同时实现挡土和止水一次完成,更重要的是在胶凝止水材料的作用下,两两相邻的构件体被粘结在一起,通过地圈梁使单一个体的预制构件连锁形成了完整的护堤(坡)。 The prefabricated member body of the prefabricated concrete ecological embankment (slope) member described in the present invention is formed by centrifugation or vibration from materials such as concrete, main reinforcement, connecting plate (or not according to design and production needs), and then subjected to high pressure, It is a hollow rectangular body formed by normal pressure or natural curing. There are connection plates at both ends of the component body. The connection plate is connected to the main reinforcement through the riveting holes of the main reinforcement. The shapes are the same, the sizes are equal, and they are all axisymmetric shapes divided along the symmetry axis, and the water stop grooves on both side walls are concave. During the construction process, two adjacent prefabricated components are implanted to the design depth according to the design requirements, and the water stop grooves on the side walls of the two adjacent prefabricated components are combined into one to form a water stop hole, and gelled water stop is injected into the hole. The water material in the injection hole can also be mortar, cement slurry or other gelled water-stop material. After the gelled water-stop material is hardened and solidified, its gelling performance will bond the prefabricated components into a whole in a cemented way, forming a protective Embankment (slope), which can not only achieve soil retaining and water sealing at one time, but more importantly, under the action of cementitious water sealing material, two adjacent components are bonded together, and the geosphere beams are used to The interlocking of prefabricated elements of a single body forms a complete berm (slope).
图1为本发明结构示意图。 Fig. 1 is a schematic diagram of the structure of the present invention.
图2为本发明植物种植槽结构示意图。 Fig. 2 is a schematic diagram of the structure of the plant planting groove of the present invention.
图3为本发明结构示意图。 Fig. 3 is a schematic diagram of the structure of the present invention.
图4为本发明结构示意图。 Fig. 4 is a schematic diagram of the structure of the present invention.
图5为本发明端面横向结构示意图。 Fig. 5 is a schematic diagram of the lateral structure of the end face of the present invention.
图中,1-预制构件体,2-连接板,3-主筋铆孔,4-主筋,5-混凝土,6-止水槽,7-胶凝止水材料,8-植物种植槽,9-植物养份传递通道。 In the figure, 1-prefabricated component body, 2-connecting plate, 3-riveting hole for main reinforcement, 4-main reinforcement, 5-concrete, 6-water stop groove, 7-cemented water stop material, 8-plant planting groove, 9-plant Nutrient transfer channel.
具体实施方式 Detailed ways
下面结合附图对本实用新做进一步的说明,但不限于实施例。 Below in conjunction with accompanying drawing, the utility model is described further, but not limited to embodiment.
实施例1 Example 1
本发明所述的预制混凝土生态护堤(坡)构件由构件体1、止水槽6、胶凝止水材料7,植物种植槽8,植物养份传递通道9构成。经离心成型、振动成型或其它方式成型,采用蒸汽养护或者自然养护制备单一个体的预制构件。构件体1为中空的混凝土预制矩形体,在构件体1的两个端面上连接有连接板2,在构件体的任意两相对应的外侧壁上有止水槽6,止水槽6的长度为构件体1长度的2/5-4/5,两相对应的侧壁上的止水槽6形状、大小相同,止水槽为内凹,止水槽6的形状为半圆形、三角形、方形、梯形或者其它正多边形中轴对称图形沿对称轴分割后的形状的一种,止水槽6为1条以上且与构件体纵向棱角线相互平行排列。在止水槽6中注有胶凝止水材料7(根据设计和工程实际情况,也可不填充胶凝止水材料)。在与设有止水槽6相邻的构件体侧面设有植物生产槽8,构件体的中部设有植物养份传递通道9,植物生产槽8的底部与植物养份传递通道9相通。在连接板2上有主筋铆孔3,连接板2通过主筋铆孔3与主筋连接4。在预应力钢棒或钢绞线与非预应力钢筋同时作为主筯时,也可将非预应力钢筋固定在预应力钢棒或钢绞线上,有利于提高构件体截面抗弯承载力弯矩。
The prefabricated concrete ecological embankment (slope) component of the present invention is composed of a
在施工过程中,将相邻两块预制构件按设计要求用施工机械植入设计深度,设有植物种植槽的面向上,两两相邻的预制构件侧壁上的止水槽合二为一形成止水孔,在该孔中注入胶凝止水材料(可为砂浆、水泥浆或其它止胶凝止水材料)。由于止水槽的长度为构件体长度的2/5-4/5,在植入构件过程中可以有效阻止土体涌入止水槽,当在向止水槽中注入止水材料时,还可将止水材料束缚在理想范围内,以提高其利用率。胶凝止水材料硬化凝固后,其胶凝性能将预制构件以胶结方式粘结连锁成一个整体,形成连锁护堤(坡),这不仅可以同时实现挡土和止水一次完成,更重要的是在胶凝止水材料的作用下,两两相邻的构件体被粘结在一起,使单一个体的预制构件连锁形成了完整的连锁护堤(坡),达到止水的功效。在作为河道护堤使用时,根据设计或工程实际需要,也可不填充胶凝止水材料,应用冠梁或其它方式连接,这样可以使河道内外的水进行自然交换和补充。在植物种植槽和植物养份传递通道内填充植物培养基并栽种植物,植物的根系通过培养基延伸并吸取养份,一是可以有效保证植物的正常生长,二是可以净化水体,涵养水源,三是可以对河堤(边坡)进行生态修复,四是可以美化绿化环境。本发明是应用离心成型工艺工厂化生产的,可应用高强混凝土及高强钢筋,符合我国的产业政策,较普通预制混凝土构件具有更高承载力,节能环保效果明显。 During the construction process, two adjacent prefabricated components are implanted to the design depth with construction machinery according to the design requirements, and the side with planting grooves faces upward, and the water stop grooves on the side walls of two adjacent prefabricated components are combined into one to form Water-stop hole, inject gelled water-stop material (it can be mortar, cement slurry or other gel-free water-stop material) into the hole. Since the length of the water stop groove is 2/5-4/5 of the length of the component body, it can effectively prevent the soil from pouring into the water stop groove during the process of implanting the component. The water material is bound in an ideal range to increase its utilization. After the cementitious water-stop material is hardened and solidified, its cementitious properties will bond and chain the prefabricated components into a whole in a cemented manner to form a chain berm (slope). Under the action of gelling water-stop material, two adjacent components are bonded together, so that the prefabricated components of a single individual are chained to form a complete chain berm (slope) to achieve the effect of water-stop. When used as a river embankment, according to the actual needs of the design or engineering, it may not be filled with cemented water-stop materials, and connected by crown beams or other methods, so that the water inside and outside the river can be exchanged and replenished naturally. Fill the plant planting tank and plant nutrient transfer channel with plant medium and plant plants. The root system of the plant extends through the medium and absorbs nutrients. First, it can effectively ensure the normal growth of plants. Second, it can purify the water body and conserve water. The third is to carry out ecological restoration on the embankment (slope), and the fourth is to beautify the green environment. The present invention is industrially produced by using centrifugal forming technology, can apply high-strength concrete and high-strength steel bars, conforms to my country's industrial policy, has higher bearing capacity than ordinary prefabricated concrete components, and has obvious energy-saving and environmental protection effects.
Claims (10)
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152008A (en) * | 2017-07-12 | 2017-09-12 | 王旭辉 | Ecological slope protection device |
| CN111034493A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Assembled plant planting tank and using method thereof |
| CN113832917A (en) * | 2021-11-08 | 2021-12-24 | 河南露旭建设集团发展有限公司 | River course slope protection laying construction method for hydraulic engineering |
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| CN1282830A (en) * | 1999-07-29 | 2001-02-07 | 马锡洪 | Brick for afforesting |
| CN2777036Y (en) * | 2004-11-16 | 2006-05-03 | 山东华隆工程建设有限公司 | Four feet hollow block |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JPH04118427A (en) * | 1990-09-06 | 1992-04-20 | Yamatomi Sangyo Kk | Block for construction |
| CN2087633U (en) * | 1991-04-03 | 1991-10-30 | 陈锦生 | Slope concrete blocks that can be stacked and combined |
| CN1282830A (en) * | 1999-07-29 | 2001-02-07 | 马锡洪 | Brick for afforesting |
| CN2777036Y (en) * | 2004-11-16 | 2006-05-03 | 山东华隆工程建设有限公司 | Four feet hollow block |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107152008A (en) * | 2017-07-12 | 2017-09-12 | 王旭辉 | Ecological slope protection device |
| CN107152008B (en) * | 2017-07-12 | 2019-11-08 | 王旭辉 | Ecological slope protection device |
| CN111034493A (en) * | 2020-01-03 | 2020-04-21 | 上海勘测设计研究院有限公司 | Assembled plant planting tank and using method thereof |
| CN113832917A (en) * | 2021-11-08 | 2021-12-24 | 河南露旭建设集团发展有限公司 | River course slope protection laying construction method for hydraulic engineering |
| CN113832917B (en) * | 2021-11-08 | 2022-12-02 | 河南露旭建设集团发展有限公司 | River course revetment laying construction method for hydraulic engineering |
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Application publication date: 20140305 |